SMS

Using Constant Paving Density

Starting in SMS 13.0, there is a new paving option for 2D meshes.

Paving and other mesh types, such as patching, determine the shape and size of elements (cells) when generating 2D meshes. These options are set on polygons in the Map module using the 2D Mesh Polygon Properties dialog.

Using the correct mesh type can have a large impact on your project. A good mesh type will create the correct shape and size of the mesh elements that model the physical features accurately. Selecting the wrong mesh type can add needless complexity to your mesh and cause errors in the model run.

Previous mesh type methods included patch, paving, and scalar paving density.

The pave meshing method fills a mesh polygon with equilateral, triangular elements. The new constant paving density uses the same approach as paving, but with an added component of a size and bias specified for each polygon. Size controls the target element size, while bias controls how quickly the elements transition to that size.

The following image shows the effects of changing the size and bias for a 100 x 200 rectangular mesh, with arc spacing of 5.

It should be noted that the above are merely examples to demonstrate the effect of changes in the size and bias values. For smooth transition of element size, it is recommended that the bias value be less than 0.3. Having element sizes that change too quickly can significantly impact the model run results.

As always, it is a good idea to perform a mesh quality check on the final mesh before including the mesh in your model. If problems are found in the mesh, adjust your size and bias setting then regenerate the mesh.

With the options available for mesh types, these tools should give you what you need to make the perfect mesh for your projects. Try the constant paving density option in SMS today!

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Common Installation Issues with XMS

Are you having trouble installing GMS, SMS, or WMS? Here are three common installation issues, and how to overcome them.

Virtual Machines

The main issues when using virtual machines is selecting the correct type of installation. Single-user locks are not compatible with virtual environments. If you are trying to install XMS with a single-user lock and a virtual machine is detected, XMS will not install. You will need a network lock to get around this issue. Network locks are designed to be used with virtual machines. Single-user locks are not capable of being used as a network lock.

Firewalls and User Permissions

Sometimes, a good password will fail to install XMS, This is because your computer actually needs to contact our servers to verify the authenticity of the password. When an internet error comes up, it's typically related to a firewall, user permissions, or antivirus software blocking the connection to our servers.

Try one of these solutions to resolve this issue:

  • Whitelist which ever XMS program you are trying to install and the registration wizard.
  • Temporarily disable the firewall/antivirus software.

Note that firewalls are typically something each company's IT department handles.

If you are running Windows 8 or 10, and you are not running in a virtual environment, then the issue could be caused by a Windows feature called Hyper-V. Disabling Hyper-V can resolve the problem. You can find instructions on how to disable Hyper-V by reading this article.

Hardware locks

When installing a hardware lock, be sure to have your drivers installed and running before attempting to register the lock. Additionally, please also ensure that the lock is plugged into the computer at the time you are attempting to register. (Note that as a security measure, the reburn cannot take place remotely.) For instructions on how to install your specific type of hardware lock please visit our page here.

Feel free to contact our technical support team at support@aquaveo.com for more individual help in troubleshooting any of these problems. Please recognize that Aquaveo technical support can only help troubleshoot individual machine issues to a certain point.

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How to Generate a Flood Depth Raster

After running your model, such as SRH-2D, you will have a water surface elevation (WSE) dataset. Did you know that, starting in SMS 13.0, you can use the WSE dataset to create a raster showing the flood depths?

SMS can create a flood depth raster by using the WSE solution dataset at a specific time step and comparing it to the initial elevation data. Using both of these datasets, it can then generate a raster that shows the flooded areas for a specific time step.

In order to create a flood depth raster your project will need a WSE solution dataset and an elevation raster. Once you have a raster:

  1. Select the desired time step for your WSE solution dataset.
  2. Right-click on the raster and select Convert To | Flood Depths.
  3. In the Select Geometry and Dataset dialog, select a geometry containing your WSE solution dataset. The selected geometry can be either a 2D mesh or a 2D scatter set.
  4. Next select the WSE solution dataset.
  5. Click OK to close the Select Geometry and Dataset dialog, which will launch the Save As dialog.
  6. Creating a name for your raster and click Save. (Note that the file should be saved as a "GeoTIFF Files (*.tif)".
  7. Hide the mesh and elevation raster to be able to view your new flood depth raster.

It should be noted that it may take a few minutes for the flood depth raster to be generated depending on the available processing power of your machine. Since a raster file is saved during the process, the file is available for use in other applications if desired. Coordinate data is saved with the file.

Now that you know to create flood depth rasters, try using them in your SRH-2D projects in SMS.

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Using Internal Sinks and Links in SRH-2D

Do you have an SRH-2D project that requires placing a drain inside the mesh? Or perhaps you have two seperate meshes in your project where you need to have water flowing between them? Both of these scenarios can be resolved by respectively using the internal sink and link boundary conditions.

Internal Sink Boundary Condition

The internal sink boundary condition is assigned to an arc on an SRH-2D boundary condition map coverage. Unlike an inflow or outflow boundary condition, an internal sink is assigned to an arc that is inside the mesh boundaries.

An internal sink can simulate wells, drains or other points of outflow. It can also simulate a source by specifying a negative number for the flow.

It should be noted that an internal sink boundary condition should not be used as a model’s primary source of inflow or outflow. Inflow and outflow boundary conditions should be placed on the mesh boundary.

Links

Link boundary conditions can be used to simulate moving water between two different meshes or two different areas of the same mesh. Links can sometimes be used to make a simple representation of a pipe or similar structure connecting two areas.

Links are made by making two arcs on an SRH-2D boundary condition coverage. Both arcs are selected when assigning the Link property type. One arc should be assigned as the link inflow boundary condition and the other arcs should be assigned as the link outflow.

Example of an link boundary conditions

It should be noted that link boundary conditions should not be used to model culverts or other such structures. Also, link boundary conditions should not be used as the primary inflow or outflow source for a project.

Now that you know a little more about using internal sink and link boundary conditions, try using them in your SRH-2D projects in SMS.

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